Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212737 DEA: 060S8304 EFIS: 0615000046
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-44.4-45.4
Work Description: TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location Description: IN FRESNO COUNTY AT TUMEY GULCH.
Contractor Name: Bruce Shumacher
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Ben Holton
DIME Sample ID: 2023-04-21-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/21/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4” HMA A R25
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Colinga
DIME Test ID: 2023-04-21-2-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 05/01/2023
Date Tested: 04/21/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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2902.6 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
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4983.6 g
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Mass of HMA Sample prior to ignition
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2081.0 g
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Corrected Asphalt Binder Content
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4.57 %
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Mass Loss
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116.8 g
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Mass of aggregate remaining after ignition
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1964.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.99 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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0.05 %
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Test Temperature
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482 C
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DIME Test ID: 2023-04-21-2-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 04/25/2023
Date Tested: 04/24/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7325.6 grams
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Mass of oven-dry sample in air for Sample 1
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2577.5 grams
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Mass of container filled with the sample and water for Sample 1
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8851.9 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.452
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Theoretical maximum density at 25°C (77°F)
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152.6 lb/ft^3
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